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ASPI
RING
DRI
VE
STAGE E2
WARATAH DRIVE
PROPOSED STAGE E1ASPECT DRIVE
HYATT ROAD
WINDMILL STREET
AINSWORTH
STREET
EXISTING RESIDENTIAL
Beveridge Williamsdevelopment & environment consultants
Scale
A1
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-001-COV.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
1702011 E2 001 D
VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO COVER SHEET
A.WILTSHIRE14.02.2019
A.WILTSHIRE
J.SPARK29.05.2019
PS818524E
96 Main RoadBallarat VIC 3350ph: 03 5327 2000www.beveridgewilliams.com.auP0 ISSUED FOR APPROVAL 21.06.2019 AW JS
P1 AMENDMENTS AS PER COUNCILS COMMENTS 08.08.2019 AW JSP2 AMENDMENTS AS PER COUNCILS COMMENTS 13.08.2019 AW JSP3 AMENDMENTS AS PER COUNCILS COMMENTS 29.08.2019 AW JSA CONSTRUCTION ISSUE 17.09.2019 AW JS
B CONSTRUCTION ISSUE 04.10.2019 AW JSC CONSTRUCTION ISSUE 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS
01 13
DRAWING No. SHEET TITLE1702011-E2-001 1 OF 13 COVER SHEET1702011-E2-002 2 OF 13 PAVEMENT & GENERAL DETAILS1702011-E2-010 3 OF 13 LAYOUT PLAN1702011-E2-100 4 OF 13 LONGITUDINAL SECTION ASPIRING DRIVE1702011-E2-200 5 OF 13 CROSS SECTIONS ASPIRING DRIVE (SHEET 1 OF 4)
1702011-E2-201 6 OF 13 CROSS SECTIONS ASPIRING DRIVE (SHEET 2 OF 4)
1702011-E2-202 7 OF 13 CROSS SECTIONS ASPIRING DRIVE (SHEET 3 OF 4)
1702011-E2-202 8 OF 13 CROSS SECTIONS ASPIRING DRIVE (SHEET 4 OF 4)
1702011-E2-400 9 OF 13 DRAINAGE LONGITUDINAL SECTIONS (SHEET 1 OF 4)
1702011-E2-401 10 OF 13 DRAINAGE LONGITUDINAL SECTIONS (SHEET 2 OF 4)
1702011-E2-402 11 OF 13 DRAINAGE LONGITUDINAL SECTIONS (SHEET 3 OF 4)
1702011-E2-403 12 OF 13 DRAINAGE LONGITUDINAL SECTIONS (SHEET 4 OF 4)
1702011-E2-404 13 OF 13 PIT SCHEDULE
VIEWPOINT ESTATE - STAGE E2INTEGRA GROUP PTY LTD
CITY OF GREATER BENDIGO COUNCIL
LOCALITY PLANNOT TO SCALE
GENERAL NOTES1. PRIOR TO COMMENCEMENT OF WORKS ON SITE, THE CONTRACTOR MUST ENSURE THAT ALL MATTERS RELATING TO THE OCCUPATIONAL
HEALTH AND SAFETY ACT 2004, INCLUDING ALL RELEVANT REGULATIONS, HAVE BEEN ADDRESSED. IN PARTICULAR, THE REQUIREDNOTIFICATIONS MUST BE CONVEYED TO THE VICTORIAN WORKCOVER AUTHORITY - HEALTH & SAFETY DIVISION WITH RESPECT TOTRENCHING OPERATIONS. DETAILS OF THE CONTRACTORS OCCUPATIONAL HEALTH & SAFETY PROCEDURES MUST BE LODGED WITH THESUPERINTENDENT PRIOR TO COMMENCEMENT OF WORKS.
2. ALL NATIVE TREES AND SHRUBS TO BE RETAINED UNLESS ROAD CONSTRUCTION NECESSITATES THEIR REMOVAL OR REMOVAL ISDIRECTED BY THE ENGINEER. A TOWN PLANNING PERMIT IS REQUIRED FOR THE REMOVAL OF NATIVE TREES AND / OR VEGETATION. THEREMOVAL OR RETENTION OF ANY EXISTING TREES MUST BE IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLAN, OR ELSE APPROVALWILL BE REQUIRED FROM THE CITY OF GREATER BENDIGO LANDSCAPE APPROVALS OFFICER.
3. ALL LEVELS ARE IN METRES TO AUSTRALIAN HEIGHT DATUM AND TAKEN FROM LEVEL PLAN PROVIDED BY INTERGA PTY LTD (13.07.2018).
4. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH AS2124-1992 GENERAL CONDITIONS OF CONTRACT AND INFRASTRUCTURE DESIGNMANUAL (IDM) CURRENT SPECIFICATION AND STANDARD DRAWINGS AND TO THE SATISFACTION OF THE SUPERINTENDENT AND CITY OFGREATER BENDIGO WORKS SUPERVISOR. THE CONTRACTOR SHALL ENSURE THAT THEY ARE CONVERSANT WITH ALL CURRENT REVISIONS,AMENDMENTS AND UPDATES THAT HAVE BEEN MADE TO THESE STANDARDS.
5. THE SUPERINTENDENT, COUNCIL AND ALL SERVICE AUTHORITIES SHOULD BE NOTIFIED BY THE CONTRACTOR, IN WRITING, SEVEN DAYSPRIOR TO COMMENCEMENT OF THE WORKS.
6. ALL EXISTING SERVICES IN THE VICINITY OF THE WORKS ARE TO BE LOCATED PRIOR TO COMMENCEMENT OF WORKS. ANY IDENTIFIEDCONFLICTS SHALL BE NOTIFIED TO THE SUPERINTENDENT.
7. THE CONTRACTOR SHALL ERECT AND MAINTAIN ALL SHORING, PLANKING AND STRUTTING, DEWATERING DEVICES, BARRICADES, SIGNS,LIGHTS, ETC, NECESSARY TO KEEP WORKS IN A SAFE AND STABLE CONDITION AND FOR THE PROTECTION OF THE PUBLIC.
8. BEFORE COMMENCEMENT OF WORKS ON TRENCHES IN EXCESS OF 1.5M DEEP, THE CIVIL CONTRACTORS CONSTRUCTION SUPERVISORMUST GIVE NOTICE IN WRITING OF SUCH PROPOSALS TO WORKSAFE VICTORIA IN ACCORDANCE WITH PART 5.1, DIVISION 4 OF THEOCCUPATIONAL HEALTH & SAFETY REGULATIONS (2007) AND UNDERTAKE SAFETY PRECAUTIONS IN TRENCHING OPERATIONS INACCORDANCE WITH WORKCOVER'S CODE OF PRACTICE (1988).
9. LOTS TO BE GRADED (1 IN 200 MIN SLOPE) & LEFT CLEAN TO THE SATISFACTION OF THE ENGINEER. FINISHED LEVELS TO BE COMPATIBLEWITH LOTS ADJOINING THIS STAGE.
10. ON COMPLETION THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL RUBBISH AND SPOIL FROM SITE. NO SURPLUS TREES,VEGETATION OR OTHER MATERIAL IS TO BE BURNT ON SITE.
11. RESERVES TO BE FREE DRAINING AND TO BE LEFT IN A CONDITION SATISFACTORY TO THE SUPERINTENDENT AND CITY OF GREATERBENDIGO WORKS SUPERVISOR.
12. WHERE WORKS ARE IN THE VICINITY OF EXISTING SERVICES THESE SERVICES ARE TO BE LOCATED AND THE VARIOUS AUTHORITIESNOTIFIED PRIOR TO THE COMMENCEMENT OF WORKS.
13. ALL TBM'S AND CONTROL POINTS ARE TO BE MAINTAINED AND PROTECTED AT ALL TIMES DURING CONSTRUCTION. SHOULD ANY MARKS BEDISTURBED, THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE CONSULTANT TO ARRANGE RE-INSTATEMENT AT THE CONTRACTORSEXPENSE.
14. ALL AREAS SHOWN ON THE DRAWINGS TO BE CUT OR FILLED ARE TO BE STRIPPED OF TOPSOIL AND ALL TOPSOIL MUST BE STOCKPILED ONSITE.
15. UPON COMPLETION OF THE BULK EARTHWORKS TOPSOIL IS TO BE SPREAD TO A DEPTH OF 100MM OVER THE NOMINATED AREA ANDGRADED TO FINISHED LEVELS SHOWN ON THE DRAWINGS WITH A MINIMUM SLOPE OF 1 IN 200.
16. ALL NATURE STRIPS AND BATTERS SHALL BE COVERED WITH 75MM MIN.DEPTH TOPSOIL AND SEEDED WITH AN APPROVED SEED ANDFERTILIZER MIXTURE.
17. FILLING IN ALL PROPERTIES AND ROAD RESERVES IS TO BE CARRIED OUT USING APPROVED CLAY FILL. TOP SOIL AND ALL VEGETABLEMATTER TO BE STRIPPED FROM SITE PRIOR TO FILLING. ALL FILLING TO BE CARRIED OUT IN 150MM LAYERS AND COMPACTED TO 95% OFMODIFIED MIN DRY DENSITY. ALL FILLING TO COMPLY WITH AS3798-2007, SECTION 8.2, LEVEL 1 "GUIDELINES ON EARTHWORKS FORCOMMERCIAL AND RESIDENTIAL DEVELOPMENTS". A FILL REPORT MUST BE SUBMITTED SHOWING COMPLIANCE FROM A NATA REGISTEREDSOIL TESTING LABORATORY. ALL COMPACTION TESTING WILL NEED TO BE SUBMITTED TO COUNCIL PRIOR TO THE STABILISATION OF THEROADS. ANY FAILURES ARE TO BE REMEDIATED PRIOR TO THE STABILISATION OF THE ROADS.
18. PRIOR TO DISPOSAL OF EXCESS SPOIL THE TRUCK ROUTE AND DISPOSAL LOCATION TO BE APPROVED BY THE SUPERINTENDENT PRIOR TOCOMMENCING TO DISPOSE OF SPOIL.
19. CUT BATTERS BEHIND VEHICULAR ACCESSES MUST NOT EXCEED MAXIMUM GRADE OF 1 IN 8.
20. ALL LOTS ARE TO BE BROUGHT TO A FINISHED SURFACE LEVEL AND TOP SOILED TO ENSURE THAT FRONT BOUNDARIES ARE A MINIMUM OF150MM ABOVE THE TOP OF KERB UNLESS SHOWN AS REVERSE CROSS.
21. IMPORTING FILL:- ALL IMPORTED FILL MUST BE TESTED BY A NATA APPROVED LABORATORY TO ENSURE IT IS SUITABLE FOR USE ON SITE,AND ANY CONTAMINATES ARE WITHIN ACCEPTED LEVELS. UNDER NO CIRCUMSTANCES SHOULD FILL MATERIAL ENTER OR LEAVE THE SITEWITHOUT THE PERMISSION OF THE SUPERINTENDENT OR PRIOR TO IT BEING APPROPRIATELY TESTED.
22. ALL VEHICLES TRANSPORTING FILL MATERIAL TO AND FROM THE SITE MUST HAVE APPROPRIATE MEASURES IN PLACE TO ENSURE THATMATERIAL DOES NOT GET ONTO ROADS AND INTO STORMWATER SYSTEMS AND NATURAL WATERWAYS.
23. ALL FILL MATERIAL SHALL BE CLEAN, UNIFORM AND FREE OF ORGANIC MATTER AND MEET REQUIREMENTS OF AS 3798-2007 "GUIDELINESON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS".
24. FILL MATERIAL SHOULD BE PLACED IN LAYERS OF UNIFORM THICKNESS, DEPOSITED SYSTEMATICALLY ACROSS THE FILL AREA. THECONTRACTOR MUST EXCAVATE OR "BOX" INTO THE EXISTING SURFACE AT THE EDGE OF FILL TO PROVIDE A SUITABLE JUNCTION WITH THEEXISTING SURFACE AND TO AVOID FEATHERED EDGES.
25. BEFORE ANY LOOSE LAYER OF FILL IS COMPACTED, THE MATERIAL AND ITS MOISTURE CONDITION SHOULD BE AS UNIFORM AS ISPRACTICABLE THROUGH OUT ITS DEPTH.
26. THE MAXIMUM PARTICLE SIZE OF ANY ROCKS OR OTHER LUMPS WITHIN THE FILL LAYER, AFTER COMPACTION, SHOULD NOT EXCEED 100MMOR TWO-THIRDS OF THE COMPACTED LAYER THICKNESS.
27. IF THERE IS A DELAY IN THE PLACEMENT OF SUBSEQUENT FILL LAYERS, PREVIOUSLY ACCEPTED LAYERS SHOULD CONFORM WITH THESPECIFICATION BEFORE FURTHER FILL IS PLACED. IF THESE LAYERS HAVE WETTED UP OR DRIED OUT, THEY MAY INHIBIT COMPACTIONOR CAUSE HEAVING OF SUBSEQUENT LAYERS. IN THESE INSTANCES, DRYING OR WETTING OF THE FILL BY THE CONTRACTOR WILL BEREQUIRED TO ACHIEVE OPTIMUM COMPACTION.
28. FILL IS TO BE TESTED IN INCREMENTS OF DEPTH NOT GREATER THAN 500MM.
29. FILL BATTER FACES ARE TO BE OVERFILLED AND CUT BACK. THE TRIMMED AND COMPACTED FACE SHOULD HAVE A ROUGHENED SURFACETO REDUCE RUNOFF.
30. THE SURFACE OF ALL FILL LAYERS MUST BE SHAPED TO PROVIDE DRAINAGE AND TO PREVENT PONDING.
31. ALL FILL TO BE COMPACTED TO THAT SHOWN OR 95% STANDARD DENSITY OR BETTER. MOISTURE CONTENT MUST BE IN THE RANGE OF-10% TO +5% OPTIMUM.
32. WHERE FILL PLACEMENT IS LESS THAN 200MM STRIPPING OF TOPSOIL MAY BE DELETED,IN WHICH CASE THE CONTRACTOR SHALL REMOVEALL ORGANIC MATTER FROM EXISTING SURFACE PRIOR TO PLACING TOPSOIL.
33. FILLING TO BE COMPLETED PRIOR TO SEWER AND DRAINAGE CONSTRUCTION, UNLESS IDENTIFIED IN CMP AND APPROVED BY AUTHORITY.
34. FILLING IN ROAD RESERVES IS TO BE CARRIED OUT USING APPROVED CLAY FILL. TOP SOIL AND ALL VEGETABLE MATTER TO BE STRIPPEDFROM SITE PRIOR TO FILLING. ALL FILLING TO BE CARRIED OUT IN 150MM LAYERS AND COMPACTED TO 95% OF MIN DRY DENSITY.
35. THE WATER CONDUIT OFFSET FROM THE LOT BOUNDARY IS GIVEN ON THE WATER RETICULATION PLAN. THE CONTRACTOR MUSTCONSTRUCT CONDUITS TO ACCORD WITH THE GIVEN OFFSET AND ENSURE THAT THE CONCRETER MARKS THE KERB AND FOOTPATHEXACTLY ABOVE THE CONDUIT.
36. ALL FOOTPATHS AND SHARED PEDESTRIAN/BICYCLE PATHS ARE TO BE 125MM THICK CONCRETE AS PER IDM STANDARD DRAWINGS SD205,210, 220 AND 225.
37. TELCOMMUNICATION CONTRACTOR TO BE NOTIFIED SEVEN (7) DAYS PRIOR TO CONCRETE WORKS BEING PLACED.
38. ELECTRICAL DISTRIBUTION PITS WITHIN FOOTPATHS ARE TO BE A MINIMUM OF 300MM WITHIN THE EDGE OF THE CONCRETE. CONCRETE ISTO BE PLACED AROUND DISTRIBUTION PITS TO A MINIMUM DEPTH OF 200MM.
39. ALL STREET SIGNS TO BE CONSTRUCTED AND ERECTED TO CURRENT CITY OF GREATER BENDIGO STANDARDS INCLUDING LOGO.
40. TRAFFIC CONTROL SIGNS, MARKINGS & DELINEATORS TO BE INSTALLED IN ACCORDANCE WITH AS1742.2. ALL LINE MARKING IS TO BE LONGLIFE ROAD MARKING, WITH LONGITUDINAL LINES IN THERMOPLASTIC AND TRANSVERSE MARKINGS IN COLD APPLIED.
41. KERB TRANSITION TO TAKE PLACE IN THE MINOR STREET OVER A 1.0M LENGTH FROM EITHER THE TANGENT POINT OR TP PIT.
42. EXISTING ROAD WORKS TO BE RECONSTRUCTED AS REQUIRED TO PROVIDE, WITHOUT DISCONTINUITY, A CONNECTION IN ACCORDANCEWITH DESIGN LEVELS AND GRADES.
NORTH / WESTBOUNDLANE
ROAD RESERVE 17.00
CENT
RELIN
E
3.450.602.900.05
CARRIAGEWAY WIDTH
1 in 30
1 in 40
NATURESTRIP
FOOTPATH
1.902.40
G DW
BOUN
DARY
LINE
3.45 0.60 2.90 0.05
1 in 30
1 in 40
FOOTPATH
BOUN
DARY
LINE
1.902.40
TE
NATURESTRIP
SOUTH / EASTBOUNDLANE
1.003.55 1.00 3.55
GASPOTABLE WATER
LIGHT POLES / TREESELECTRICITY
LIGHT POLES / TREES
1.501.50
1 in 8
1 in 8
1 in 8
1 in 8
8.10
17.0m ROAD RESERVE
TWO WAY CROSS FALL
ASPIRING DRIVEN.T.S
TELECOMUNICATIONS NBN
170mm SIZE 20mm CLASS 3 F.C.R.COMPACTED TO A MINIMUM DENSITY RATIO OF 96% (MODIFIED) AS1289,5.2.1
PREPARED SUBGRADE200MM SELECT FILL OR STABILISED CLAY3% LIME STABALISATION (BY MASS)
30mm ASPHALT SEALPRIME
120mm SIZE 20mm CLASS 2 F.C.R.COMPACTED TO A MINIMUM DENSITY RATIO OF 98% (MODIFIED) AS1289,5.2.1
ASPIRING DRIVE
DIAL BEFOREYOU DIGwww.1100.com.au
WARNING
BEWARE OF UNDERGROUND SERVICES
The locations of underground services are approximate only and
their exact position should be proven on site.
No guarantee is given that all existing services are shown.
Locate all underground services before commencement of works
DIAL 1100 BEFORE YOU DIG
www.1100.com.au
SM2 (M) SM2 (M)
BEDDING 50mm COMPACTEDLAYER CLASS 3 FCR
FOOTPATHS 125mm THICKNESSCONCRETE TO BE 25MPa AT 28 DAYSBROOM FINISH
BUILD
ING
LINE
N.T.S
EXPANSION JOINTS TO BE CONSTRUCTED WITHBITUMINOUS FIBRE BOARD OR EQUIVALENT. THEYSHALL BE PLACED EVERY 12 METRES, AT BOTHSIDES OF DRIVEWAYS AND WHERE PEDESTRIANLAYBACKS ARE CONSTRUCTED. TRAVERSE JOINTSAT 1.5 METRES SPACINGS. WHERE REQUIREDSTARTER BARS TO BE USED TO TIE INTO EXISTINGPAVING.
0.05m 1500mm 0.05m
SUBGRADE
EXISTING SUBBASENEW SUBBASEPAVEMENT LAYER
NEW BASE PAVEMENT LAYER
SAW
CUT
EXIS
TING
PAVE
MENT
EXISTING BASE
500mm
N.T.S
JOINTING FOR NEW PAVEMENTS TO EXISTING PAVEMENT.(TO BE APPLIED TO LONGITUDINAL JOINTS FOR WIDENING LANES)
1 IN 40 CROSSFALL FROMBUILDING LINE TOWARDS KERB
PAVEMENT JOINTLAPPING BASE LAYER
PAVEMENT COMPOSITION
AS PER IDM SD205
SL72 MESH SLABREINFORCEMENT CENTRAL
KERB DETAILS
FOOTPATH DETAIL
EDGE STRIP
15 CHAMFER
300
200
R75
50 300250
235
150
40
600
R225
R15
SM2(M)
85
25 CHAMFER
NOT TO SCALEBeveridge Williamsdevelopment & environment consultants
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-002-DET.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
1702011 E2 002 D
VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO PAVEMENT & GENERAL DETAILS
A.WILTSHIRE14.02.2019
A.WILTSHIRE
J.SPARK29.05.2019
PS818524E
96 Main RoadBallarat VIC 3350ph: 03 5327 2000www.beveridgewilliams.com.auP0 ISSUED FOR APPROVAL 21.06.2019 AW JS
P1 AMENDMENTS AS PER COUNCILS COMMENTS 08.08.2019 AW JSP2 AMENDMENTS AS PER COUNCILS COMMENTS 13.08.2019 AW JSP3 AMENDMENTS AS PER COUNCILS COMMENTS 29.08.2019 AW JSA CONSTRUCTION ISSUE 17.09.2019 AW JS
B CONSTRUCTION ISSUE 04.10.2019 AW JSC AS CONSTRUCTED 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS
02 13
1 in 6
300m
m DE
EP
N.T.S
OVERLAND FLOW
DRAIN TYPICAL
SECTION
2000mm 2000mm 2000mm
1 in 6
S S S S S SS S S S S S
EE
EE
EE
E
TT
TT
TT
T
ExS
ExS
ExS
ExS
ExS
ExS
TBM3
SS
SS
SS
SS
SS
S
S
DWDW
DW
DWDW
DW
GG
GG
GG
S
S
S
S
427
428
426
425
424
423
422
421
429
405
401
407
18
18
32
32
FS185.531185.53 FS184.682
184.74
FS184.769184.39
FS185.208185.21
FS185.116184.90 FS184.869
184.42
FS185.297185.01
FS185.028184.74
FS185.333185.22
FS185.444185.44
FS185.980185.98 FS186.615
186.45
FS186.919187.11
FS186.396186.57
FS185.872185.99
FS185.325185.28
FS185.035184.92
FS184.941184.54 FS185.232
185.03
FS184.847184.29 FS184.815
184.46
FS184.747184.19 FS184.406
184.01
FS184.700184.43 FS184.098
183.97
FS184.688184.69 FS184.360
184.36
FS184.975184.72
FS185.284184.97 H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
FS187.626187.63
FS187.097187.10
FS186.567186.57
FS185.920185.92
FS185.442185.44
SS
SS
SS
S
H
DH
D
H
D
3m S
&D E
FS185.975185.77
2m D E
78 WARATAH ROAD76 WARATAH ROAD
74 WARATAH ROAD72 WARATAH ROAD
80 WARATAH ROAD82 WARATAH ROAD
84 WARATAH ROAD
> > > > > >> > > > > >
SS
SS
SS
H
D
FS185.288185.17
576m²
576m²
640m²
512m²
448m²
576m²
640m²
448m²
591m²
770m²
700m²
770m²
700m²
770m²
770m²
404
406
402
403
700m²
32
32
32
32
35
35
35
32
1420
1814
1620
18
3522
2020
622
2022
22
2020
22
1420
1816
2018
(18.4
6)
35
22
22
32
32
3235
35
35
22
146GW
GW
GW
GW
GW
GW
GW
GW
GW
H
D
185.000
185.100
HD
PROPOSED STAGE E1
ASPI
RING
DRI
VE
EXISTING RESIDENTIAL
WARATAH ROAD
SM
2(m
) K
ER
B
SM
2(m
) K
ER
B
CH44.648
CH48.317
CH62.317CH66.648
CH82.317CH86.648
CH100.317
CH106.648
CH112.648 CH114.317
CH130.317CH134.648
CH150.317CH154.648
CH168.317
CH176.648
CH186.317
EX.SEP
EX.GSEP
EX.GJP
EX.GJPGSEP
375Ø
600Ø
GJP
GJP
1 IN 8 BATTER
1 IN 8 BATTER
TBMSPIKE IN POSTE 262884.028N 5939046.856RL 185.500
CH0.000
GSEP GSEP300Ø
CONTRACTOR TO BREAK INTO EX.GJP 5TO CONNECT 375Ø PIPE.
CONTRACTOR TO USE MORTARSO PIPE IS FULLY SEALED.
CONTRACTOR TOCONNECT DRAINAGE
SECTION 6-2 TOEX.600Ø STUB.
EX.90
0Ø
EX.90
0Ø
EX.900Ø
EXISTING FENCE TOBE REMOVED.
EX.45
0Ø
EX.45
0Ø
EX.GJP
EX.JPEX.JP
EX.GJP
EX.GJP
GJP
EX.SEP
GJP
GJP
GJP
GJP
GJP
GJP
1
2
3
4
5
6
7
26
2740
4243
44
1
2
25
13
14
15
16
34
35
36
3738
CONTRACTOR TO ADJUST EXISTINGPIT LEVELS TO NEW DESIGN LEVEL.
EE
EE
EE
EE
EE
TT
TT
TT
TT
TT
ExS
ExS
ExS
ExS
DWDW
DWDW
DWDW
DWDW
DW
GG
GG
GG
GG
G
424
423
422
421
405
414
415
416
420
407
413
412
411
410
35
35
20
20
419
418
417
18
18
32
32
32
20
20
FS185.028184.74
FS185.333185.22
FS185.444185.44
FS185.980185.98 FS186.615
186.45
FS186.716186.72 FS187.225
187.16
FS187.341187.34 FS187.837
187.77
FS187.711187.71 FS188.477
188.38
FS188.073188.07
188.85
FS188.381188.38 FS189.600
189.43
FS188.854188.85 FS190.059
189.76
FS189.088189.09 FS190.419
190.05FS190.687
190.69
FS190.150190.36
FS189.793189.95
FS189.375189.56
FS188.840189.02
FS188.433188.63
FS187.967188.16
FS187.501187.69
FS186.919187.11
FS186.396186.57
FS185.872185.99
FS185.325185.28
FS185.035184.92
H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
H
D
FS189.049
FS191.601191.60
FS191.173191.17
FS190.643190.64
FS190.178190.18
FS189.758189.76
FS189.297189.30
FS188.715188.72
FS188.218188.22
FS187.626187.63
FS187.097187.10
FS186.567186.57
FS185.920185.92
FS185.442185.44
SS
SS
SS
SS
S
3m S
&D E
FS185.975185.77
SS
SS
SS
SS
S
ExS
FS185.288185.17
672m²
576m²
576m²
640m²
448m²
512m²
640m²
576m²
576m²
640m²
512m²770m²
700m²
770m²
770m²
700m²
770m²
700m²
770m²
770m²
700m²
404
406
408
409
32
3235
1620
18
2220
22
22
1620
18
35
35
35
35
35
35
32
32
32
32
32
32
32
2220
2220
2222
2222
2022
2022
2118
1820
1416
1614
2018
1821
3235
22
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
H
D
ASPI
RING
DRI
VE
EXISTING RESIDENTIAL
PROPOSED FUTURE RESIDENTIAL
SM
2(m
) K
ER
B
SM
2(m
) K
ER
B
CH114.317
CH130.317CH134.648
CH150.317CH154.648
CH168.317
CH176.648
CH186.317
CH198.648
CH206.317
CH218.648
CH222.322
CH238.317CH240.648
CH252.317
CH260.648
CH282.648
CH272.317
CH290.317
CH308.317
CH304.648
CH324.648
JP
GSEP
375Ø
600Ø
1 IN 8 BATTER
1 IN 8 BATTER
CONTRACTOR TOINSTALL PSM
CONSTRUCT 10m RADIUSTURNING CIRCLE.150mm CL3 FCR.WITH G9-18NO THROUGH ROAD SIGN
PROVIDE BLOCKOUT INSOUTH WALL FOR
FUTURE 375Ø DRAIN INVERT IL.189.262
GSEP
GSEP
GSEP GSEP300Ø
300Ø
EX.45
0Ø
EX.45
0Ø
EX.GJP
EX.GJP
375Ø
375Ø
GJP
GJP
PROVIDE BLOCKOUT INSOUTH WALL FOR
FUTURE 375Ø DRAIN INVERT IL.187.990
375Ø
375Ø STUB
375Ø
CONSTRUCT A 375ØSTUB @ 1 IN 300 ATINVERT LEVEL 190.037m
GJP
JP
1 IN 8 BATTER
1 IN 8 BATTER
GJP
GJP
GJP
GJP
GJP
GJP
GJP
7
8
27
28
40
41
29
31
30
13
14
15
16
17
18
19
20
21
22
GSEP
42300Ø
REV D
1:500 @ A10 50403020105 NBeveridge Williamsdevelopment & environment consultants
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-010-LAY.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
1702011 E2 010 D
VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO LAYOUT PLAN
A.WILTSHIRE14.02.2019
A.WILTSHIRE
J.SPARK29.05.2019
PS818524E
96 Main RoadBallarat VIC 3350ph: 03 5327 2000www.beveridgewilliams.com.auP0 ISSUED FOR APPROVAL 21.06.2019 AW JZ
P1 AMENDMENTS AS PER COUNCILS COMMENTS 08.08.2019 AW JSP2 AMENDMENTS AS PER COUNCILS COMMENTS 13.08.2019 AW JSP3 AMENDMENTS AS PER COUNCILS COMMENTS 29.08.2019 AW JSA CONSTRUCTION ISSUE 17.09.2019 AW JS
B CONSTRUCTION ISSUE 04.10.2019 AW JSC BATTERS REMOVED FROM FROM LOTS 401-404 & 429-425 12.11.2019 AW JZD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS
03 13H
D
SERVICES OFFSET SCHEDULE
ROAD NAMEGAS WATER ELECTRICITY TELSTRA
SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m)ASPIRING DRIVE WEST 1.90 WEST 2.40 EAST 2.40 EAST 1.90
FR157.40
TW159.30
BW159.30
141.34
FS140.35
GW
G
H
O
DW
Ex D
Ex S
E
O/H E
LEGEND - LAYOUT PLANSTORMWATER DRAIN, PIT & PROPERTY INLET
SWALE DRAINSEWER & MAINTENANCE STRUCTURESHOUSE DRAINSERVICE CONDUITSTACTILE PAVERS (INDICATIVE ONLY)ELECTRICITY (UNDERGROUND)ELECTRICITY (OVERHEAD)
GAS
OPTIC FIBRE
WATERRECYCLED WATER
EXISTING STORMWATER DRAINEXISTING SEWEREXISTING HOUSE DRAINEXISTING SWALE DRAINEXISTING SURFACE LEVELFINISHED BUILDING LINE LEVELFINISHED RIDGE LINE LEVELTOP OF RETAINING WALLBOTTOM OF RETAINING WALL
RETAINING WALLZERO LOT LINESPAVEMENT TREATMENTSTRUCTURAL FILL > 200mm DEEPEX. STRUCTURAL FILL > 200mm DEEPDIRECTION OF FALLOVERLAND FLOWALLOTMENT TO BE GRADED EVENLY INDIRECTION OF FALL TO LEVELS INDICATEDCONCRETE EDGE STRIP WITH SUBSOIL DRAIN,"NO ROAD" SIGN & BARRIERLIMIT OF WORKSEXISTING TREE TO BE REMOVEDPERMANENT SURVEY MARKTEMPORARY BENCH MARKSTAGE BOUNDARY
H
S
NDW
T TELECOMMUNICATIONS
ExG
ExO
ExDW
ExE
ExO/H EEXISTING ELECTRICITY (UNDERGROUND)EXISTING ELECTRICITY (OVERHEAD)EXISTING GASEXISTING OPTIC FIBRE
EXISTING WATEREXISTING RECYCLED WATERExNDW
ExT EXISTING TELECOMMUNICATIONS
EXISTING STORMWATER DRAIN & PITS
RIDGE LINE
D
SEE ABOVE RIGHT FOR CONTINUATION
SEE BELOW LEFT FOR CONTINUATION
WARNING
BEWARE OF UNDERGROUND SERVICES
The locations of underground services are approximate only and
their exact position should be proven on site.
No guarantee is given that all existing services are shown.
Locate all underground services before commencement of works
DIAL 1100 BEFORE YOU DIG
www.1100.com.au
DESIGN LINEEXISTING SURFACE
PROPOSED LIP OF KERB
RIGHT BUILDING LINE ON EXISTING SURFACELEFT BUILDING LINE ON EXISTING SURFACE
EXISTING STAGE B1DEVELOPMENT
PROPOSED STAGE E2 DEVELOPMENT
PROPOSED STAGE E2 DEVELOPMENT
FUTURE RESIDENTIALDEVELOPMENT
CH 12
2.850
CH 28
0.001
ELV.
184.9
95
ELV.
189.5
68
0.5 % 2.91 % 1.78 %VERTICAL GEOMETRY
L= 35m VC L= 60m VC
HORIZONTAL GEOMETRY
44.64
818
4.587
184.6
8218
4.489
184.6
8218
4.489
184.6
04
48.31
718
4.487
184.6
7718
4.508
184.6
7718
4.508
184.6
22
60.00
018
4.270
184.7
3518
4.566
184.7
3518
4.566
184.6
8162
.317
184.2
6018
4.747
184.5
7818
4.747
184.5
7818
4.692
66.64
818
4.270
184.7
6918
4.599
184.7
6918
4.599
184.7
14
80.00
018
4.361
184.8
3518
4.666
184.8
3518
4.666
184.7
8182
.317
184.3
2518
4.847
184.6
7818
4.847
184.6
7818
4.792
86.64
818
4.340
184.8
6918
4.699
184.8
6918
4.699
184.8
14
100.0
0018
4.603
184.9
3518
4.766
184.9
3518
4.766
184.8
81
105.3
5018
4.712
184.9
6218
4.793
184.9
6218
4.793
184.9
0810
6.648
184.7
3618
4.969
184.8
0018
4.949
184.8
0018
4.915
112.6
4818
4.770
185.0
1718
4.847
185.0
0718
4.847
184.9
6211
4.317
184.8
0018
5.035
184.8
6518
5.035
184.8
6518
4.980
120.0
0018
4.941
185.1
0918
4.940
185.1
0918
4.940
185.0
55
130.3
1718
5.157
185.3
2518
5.132
185.3
0218
5.132
185.2
47
134.6
4818
5.303
185.4
2718
5.235
185.4
0418
5.235
185.3
50
140.0
0018
5.494
185.5
7218
5.379
185.5
4918
5.379
185.4
94
150.3
1718
5.812
185.8
7218
5.679
185.8
4918
5.679
185.7
94
154.6
4818
5.924
185.9
9818
5.805
185.9
7518
5.805
185.9
20
160.0
0018
6.062
186.1
5418
5.961
186.1
3118
5.961
186.0
76
168.3
1718
6.340
186.3
9618
6.203
186.3
7318
6.203
186.3
18
176.6
4818
6.650
186.6
3818
6.446
186.6
1518
6.446
186.5
60
180.0
0018
6.774
186.7
3618
6.543
186.7
1318
6.543
186.6
58
186.3
1718
6.953
186.9
1918
6.727
186.8
9618
6.727
186.8
42
198.6
4818
7.310
187.2
7818
7.086
187.2
5518
7.086
187.2
0120
0.000
187.3
4918
7.318
187.1
2518
7.295
187.1
2518
7.240
206.3
1718
7.528
187.5
0118
7.309
187.4
7818
7.309
187.4
24
218.6
4818
7.900
187.8
6018
7.668
187.8
3718
7.668
187.7
8322
0.000
187.9
4018
7.900
187.7
0718
7.877
187.7
0718
7.822
222.3
2218
8.009
187.9
6718
7.775
187.9
4418
7.775
187.8
90
238.3
1718
8.470
188.4
3318
8.240
188.4
1018
8.240
188.3
5524
0.000
188.5
1418
8.482
188.2
8918
8.459
188.2
8918
8.404
240.6
4818
8.532
188.5
0018
8.308
188.4
7718
8.308
188.4
23
250.0
0118
8.779
188.7
7318
8.580
188.7
5018
8.580
188.6
9525
2.317
188.8
4118
8.840
188.6
4718
8.817
188.6
4718
8.762
260.0
0018
9.055
189.0
5418
8.862
189.0
3118
8.862
188.9
7726
0.648
189.0
7318
9.072
188.8
7918
9.049
188.8
7918
8.994
272.3
1718
9.396
189.3
7518
9.183
189.3
5218
9.183
189.2
98
280.0
0018
9.588
189.5
6118
9.369
189.5
3818
9.369
189.4
8328
2.648
189.6
5818
9.623
189.4
3018
9.600
189.4
3018
9.545
290.3
1718
9.798
189.7
9318
9.601
189.7
7018
9.601
189.7
16
300.0
0018
9.946
189.9
9318
9.800
189.9
7018
9.800
189.9
15
304.6
4819
0.015
190.0
8218
9.890
190.0
5918
9.890
190.0
05
308.3
1719
0.078
190.1
5018
9.958
190.1
2718
9.958
190.0
7331
0.001
190.1
0619
0.181
189.9
8819
0.158
189.9
8819
0.103
320.0
0019
0.276
190.3
5919
0.166
190.3
3619
0.166
190.2
81
324.6
4819
0.339
190.3
64
CHAINAGE
EXISTING SURFACE
EXISTING SURFACE ATLEFT BOUNDARY
LEFT LIP OF KERB
EXISTING SURFACE ATRIGHT BOUNDARY
RIGHT LIP OF KERB
DESIGN CENTRELINE
DATUM RL182
0.000
184.7
5518
4.758
3.900
184.7
1318
4.548
8.900
184.6
5718
4.425
20.00
018
4.532
184.4
81
40.00
018
4.533
184.5
81
L= 5m VC
RL 184.424CH 8.476
-5.39 %
340.0
0019
0.498
190.6
38
348.5
8119
0.645
190.7
91
329.6
4819
0.382
190.4
50
1:500 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 50403020105Beveridge Williamsdevelopment & environment consultants
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-100-RLS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
1702011 E2 100 D
VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO LONGITUDINAL SECTIONASPIRING DRIVE
A.WILTSHIRE14.02.2019
A.WILTSHIRE
J.SPARK29.05.2019
PS818524E
96 Main RoadBallarat VIC 3350ph: 03 5327 2000www.beveridgewilliams.com.auP0 ISSUED FOR APPROVAL 21.06.2019 AW JS
P1 AMENDMENTS AS PER COUNCILS COMMENTS 08.08.2019 AW JSP2 AMENDMENTS AS PER COUNCILS COMMENTS 13.08.2019 AW JSP3 AMENDMENTS AS PER COUNCILS COMMENTS 29.08.2019 AW JSA CONSTRUCTION ISSUE 17.09.2019 AW JS
B CONSTRUCTION ISSUE 04.10.2019 AW JSC CONSTRUCTION ISSUE 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS
04 13
CH 44.65
2.5% 3.8% 3.3% 3.3% 3.8% 2.5%
-8.50
018
4.73
184.6
82-8
.450
184.7
318
4.682
-6.95
018
4.70
184.6
44
-4.05
018
4.54
184.5
34-3
.750
184.5
118
4.449
-3.45
018
4.53
184.4
89
0.000
184.5
918
4.604
3.450
184.5
018
4.489
3.750
184.5
118
4.449
4.050
184.5
218
4.534
6.950
184.6
918
4.644
8.450
184.7
418
4.682
8.500
184.7
418
4.682
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.183.50
CH 48.32
2.5% 3.0% 3.3% 3.3% 3.0% 2.5%
-8.50
018
4.43
184.6
77-8
.450
184.4
318
4.677
-6.95
018
4.42
184.6
40
-4.05
018
4.48
184.5
53-3
.750
184.4
818
4.468
-3.45
018
4.48
184.5
08
0.000
184.4
918
4.622
3.450
184.4
718
4.508
3.750
184.4
718
4.468
4.050
184.4
718
4.553
6.950
184.5
918
4.640
8.450
184.6
518
4.677
8.500
184.6
518
4.677
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.183.50
CH 62.32
2.5% 3.0% 3.3% 3.3% 3.0% 2.5%
-8.50
018
4.19
184.7
47-8
.450
184.1
918
4.747
-6.95
018
4.20
184.7
10
-4.05
018
4.21
184.6
23-3
.750
184.2
218
4.538
-3.45
018
4.22
184.5
78
0.000
184.2
618
4.692
3.450
184.3
018
4.578
3.750
184.3
118
4.538
4.050
184.3
218
4.623
6.950
184.3
818
4.710
8.450
184.4
118
4.747
8.500
184.4
118
4.747
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.183.50
CH 66.65
2.5% 3.0% 3.3% 3.3% 3.0% 2.5%-8
.500
184.2
018
4.769
-8.45
018
4.20
184.7
69
-6.95
018
4.20
184.7
31
-4.05
018
4.20
184.6
44-3
.750
184.2
118
4.559
-3.45
018
4.21
184.5
99
0.000
184.2
718
4.714
3.450
184.3
218
4.599
3.750
184.3
218
4.559
4.050
184.3
318
4.644
6.950
184.3
718
4.731
8.450
184.3
918
4.769
8.500
184.3
918
4.769
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.183.50
CH 82.32
2.5% 3.0% 3.3% 3.3% 3.0% 2.5%
-8.50
018
4.29
184.8
47-8
.450
184.2
918
4.847
-6.95
018
4.29
184.8
10
-4.05
018
4.28
184.7
23-3
.750
184.2
818
4.638
-3.45
018
4.28
184.6
78
0.000
184.3
218
4.792
3.450
184.3
518
4.678
3.750
184.3
518
4.638
4.050
184.3
618
4.723
6.950
184.3
818
4.810
8.450
184.4
018
4.847
8.500
184.4
018
4.847
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.183.50
CH 86.65
2.5% 3.0% 3.3% 3.3% 3.0% 2.5%
-8.50
018
4.36
184.8
69-8
.450
184.3
618
4.869
-6.95
018
4.36
184.8
31
-4.05
018
4.35
184.7
44-3
.750
184.3
518
4.659
-3.45
018
4.34
184.6
99
0.000
184.3
418
4.814
3.450
184.3
718
4.699
3.750
184.3
818
4.659
4.050
184.3
818
4.744
6.950
184.4
018
4.831
8.450
184.4
218
4.869
8.500
184.4
218
4.869
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.183.50
CH 100.32
2.5% 3.0% 3.3% 3.3% 3.0% 2.5%
-8.50
018
4.54
184.9
37-8
.450
184.5
418
4.937
-6.95
018
4.53
184.8
99
-4.05
018
4.56
184.8
12-3
.750
184.5
618
4.727
-3.45
018
4.57
184.7
67
0.000
184.6
118
4.882
3.450
184.6
318
4.767
3.750
184.6
218
4.727
4.050
184.6
118
4.812
6.950
184.6
418
4.899
8.450
184.6
418
4.937
8.500
184.6
418
4.937
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.184.00
CH 106.65
2.5% 3.0% 3.3% 3.3% 2.3% 2.5%
-8.50
018
4.70
184.9
69-8
.450
184.6
918
4.969
-6.95
018
4.67
184.9
32
-4.05
018
4.60
184.8
45-3
.750
184.6
118
4.760
-3.45
018
4.63
184.8
00
0.000
184.7
418
4.915
3.450
184.8
218
4.800
3.750
184.8
218
4.760
4.050
184.8
218
4.845
6.950
184.7
718
4.912
8.450
184.7
218
4.949
8.500
184.7
218
4.949
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.184.00
CH 112.65
2.5% 3.0% 3.3% 3.3% 2.7% 2.5%
-8.50
018
4.87
185.0
17-8
.450
184.8
718
5.017
-6.95
018
4.85
184.9
79
-4.05
018
4.80
184.8
92-3
.750
184.8
018
4.807
-3.45
018
4.80
184.8
47
0.000
184.7
718
4.962
3.450
184.7
918
4.847
3.750
184.7
918
4.807
4.050
184.7
918
4.892
6.950
184.7
718
4.969
8.450
184.7
418
5.007
8.500
184.7
418
5.007
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.184.00
CH 114.32
2.5% 3.0% 3.3% 3.3% 3.0% 2.5%
-8.50
018
4.92
185.0
35-8
.450
184.9
218
5.035
-6.95
018
4.89
184.9
97
-4.05
018
4.85
184.9
10-3
.750
184.8
518
4.825
-3.45
018
4.84
184.8
65
0.000
184.8
018
4.980
3.450
184.7
818
4.865
3.750
184.7
818
4.825
4.050
184.7
818
4.910
6.950
184.7
618
4.997
8.450
184.7
518
5.035
8.500
184.7
518
5.035
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.184.00
1:100 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 1086421
LEGENDEXISTING SURFACE
DESIGN SURFACE
1702011 E2 200 D
VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO CROSS SECTIONSASPIRING DRIVESHEET (1 OF 4)
A.WILTSHIRE14.02.2019
A.WILTSHIRE
J.SPARK29.05.2019
PS818524E
96 Main RoadBallarat VIC 3350ph: 03 5327 2000www.beveridgewilliams.com.auP0 ISSUED FOR APPROVAL 21.06.2019 AW JS
P1 AMENDMENTS AS PER COUNCILS COMMENTS 08.08.2019 AW JSP2 AMENDMENTS AS PER COUNCILS COMMENTS 13.08.2019 AW JSP3 AMENDMENTS AS PER COUNCILS COMMENTS 29.08.2019 AW JSA CONSTRUCTION ISSUE 17.09.2019 AW JS
B CONSTRUCTION ISSUE 04.10.2019 AW JSC BATTERS REMOVED FROM FROM LOTS 401-404 & 429-425 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS
05 13Beveridge Williamsdevelopment & environment consultants
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-200-RXS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REFER TO AS3798 WHERE FILL IS REQUIREDUNDER PAVEMENT AND FOOTPATHS WHERECONSTRUCTED ABOVE NATURAL SURFACE.ALL FILL WILL REQUIRE COMPACTION TESTINGTO THE SATISFACTION OF THE CITY OFGREATER BENDIGO.
CH 176.65
2.5% 3.8% 3.3% 3.0% 2.5% 1 in 8
-10.3
8518
6.87
186.8
74
-8.50
018
6.84
186.6
38-8
.450
186.8
418
6.638
-6.95
018
6.81
186.6
01
-4.05
018
6.76
186.4
91-3
.750
186.7
518
6.406
-3.45
018
6.74
186.4
46
0.000
186.6
518
6.560
3.450
186.5
618
6.446
3.750
186.5
518
6.406
4.050
186.5
418
6.491
6.950
186.4
718
6.578
8.450
186.4
518
6.615
8.500
186.4
518
6.615
10.00
318
6.43
186.4
27
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.185.50
CH 186.32
2.5% 3.8% 3.3% 2.5% 1 in 8
-10.2
9918
7.14
187.1
44
-8.50
018
7.11
186.9
19-8
.450
187.1
118
6.919
-6.95
018
7.08
186.8
82
-4.05
018
7.03
186.7
72-3
.750
187.0
218
6.687
-3.45
018
7.02
186.7
27
0.000
186.9
518
6.842
3.450
186.8
918
6.727
3.750
186.8
818
6.687
4.050
186.8
818
6.772
6.950
186.8
318
6.859
8.450
186.7
918
6.896
8.500
186.7
918
6.896
9.469
186.7
818
6.775
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.186.00
CH 198.65
2.5% 3.8% 3.3% 2.5% 1 in 8
-10.2
6518
7.50
187.4
99
-8.50
018
7.46
187.2
78-8
.450
187.4
618
7.278
-6.95
018
7.43
187.2
41
-4.05
018
7.38
187.1
31-3
.750
187.3
818
7.046
-3.45
018
7.37
187.0
86
0.000
187.3
118
7.201
3.450
187.2
518
7.086
3.750
187.2
418
7.046
4.050
187.2
418
7.131
6.950
187.1
918
7.218
8.450
187.1
618
7.255
8.500
187.1
618
7.255
9.405
187.1
418
7.142
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.186.50
CH 206.32
2.5% 3.8% 3.3% 2.5% 1 in 8
-10.2
3718
7.72
187.7
19
-8.50
018
7.69
187.5
01-8
.450
187.6
818
7.501
-6.95
018
7.66
187.4
64
-4.05
018
7.60
187.3
54-3
.750
187.5
918
7.269
-3.45
018
7.59
187.3
09
0.000
187.5
318
7.424
3.450
187.4
718
7.309
3.750
187.4
618
7.269
4.050
187.4
618
7.354
6.950
187.4
118
7.441
8.450
187.3
918
7.478
8.500
187.3
918
7.478
9.334
187.3
718
7.374
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.186.50
CH 218.65
2.5% 3.8% 3.3% 2.5%
-10.3
1518
8.09
188.0
87
-8.50
018
8.05
187.8
60-8
.450
188.0
518
7.860
-6.95
018
8.02
187.8
23
-4.05
018
7.97
187.7
13-3
.750
187.9
618
7.628
-3.45
018
7.96
187.6
68
0.000
187.9
018
7.783
3.450
187.8
518
7.668
3.750
187.8
418
7.628
4.050
187.8
418
7.713
6.950
187.8
018
7.800
8.450
187.7
718
7.837
8.500
187.7
718
7.837
9.079
187.7
618
7.765
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.187.00
1 in 83.3%
3.3% 3.0%1 in 8
1 in 8
1 in 83.3%
3.0%1 in 8
3.3% 3.0%
3.0%
3.3%
CH 130.32
2.5% 3.8% 3.3% 3.3% 3.0% 2.5%
-8.78
918
5.29
185.2
88-8
.500
185.2
818
5.325
-8.45
018
5.28
185.3
25
-6.95
018
5.25
185.2
87
-4.05
018
5.20
185.1
77-3
.750
185.2
018
5.092
-3.45
018
5.19
185.1
32
0.000
185.1
618
5.247
3.450
185.1
518
5.132
3.750
185.1
518
5.092
4.050
185.1
518
5.177
6.950
185.1
118
5.264
8.450
185.0
918
5.302
8.500
185.0
918
5.302
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.184.50
CH 134.65
2.5% 3.8% 3.3% 3.3% 3.0% 2.5%
-8.63
018
5.44
185.4
43-8
.500
185.4
418
5.427
-8.45
018
5.44
185.4
27
-6.95
018
5.41
185.3
90
-4.05
018
5.36
185.2
80-3
.750
185.3
618
5.195
-3.45
018
5.35
185.2
35
0.000
185.3
018
5.350
3.450
185.2
918
5.235
3.750
185.2
918
5.195
4.050
185.2
818
5.280
6.950
185.2
518
5.367
8.450
185.2
218
5.404
8.500
185.2
218
5.404
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.184.50
CH 150.32
1 in 8 2.5% 3.8% 3.3% 3.3% 3.0% 2.5% 1 in 8
-9.64
918
6.02
186.0
15
-8.50
018
5.99
185.8
72-8
.450
185.9
918
5.872
-6.95
018
5.96
185.8
34
-4.05
018
5.90
185.7
24-3
.750
185.8
918
5.639
-3.45
018
5.88
185.6
79
0.000
185.8
118
5.794
3.450
185.7
418
5.679
3.750
185.7
418
5.639
4.050
185.7
318
5.724
6.950
185.6
918
5.811
8.450
185.6
618
5.849
8.500
185.6
618
5.849
10.20
118
5.64
185.6
36OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.185.00
CH 154.65
1 in 8 2.5% 3.8% 3.3% 3.3% 3.0% 2.5% 1 in 8
-9.64
718
6.14
186.1
41
-8.50
018
6.11
185.9
98-8
.450
186.1
118
5.998
-6.95
018
6.07
185.9
60
-4.05
018
6.01
185.8
50-3
.750
186.0
018
5.765
-3.45
018
6.00
185.8
05
0.000
185.9
218
5.920
3.450
185.8
518
5.805
3.750
185.8
518
5.765
4.050
185.8
418
5.850
6.950
185.8
018
5.937
8.450
185.7
718
5.975
8.500
185.7
718
5.975
10.36
118
5.74
185.7
42
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.185.00
CH 168.32
1 in 8 2.5% 3.8% 3.3% 3.3% 3.0% 2.5% 1 in 8
-10.3
2718
6.62
186.6
24
-8.50
018
6.57
186.3
96-8
.450
186.5
718
6.396
-6.95
018
6.53
186.3
58
-4.05
018
6.45
186.2
48-3
.750
186.4
418
6.163
-3.45
018
6.43
186.2
03
0.000
186.3
418
6.318
3.450
186.2
518
6.203
3.750
186.2
418
6.163
4.050
186.2
318
6.248
6.950
186.1
818
6.335
8.450
186.1
618
6.373
8.500
186.1
518
6.373
10.46
418
6.13
186.1
27
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.185.50
1:100 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 1086421
LEGENDEXISTING SURFACE
DESIGN SURFACE
Beveridge Williamsdevelopment & environment consultants
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-200-RXS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
1702011 E2 201 D
VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO CROSS SECTIONSASPRING DRIVESHEET (2 OF 4)
A.WILTSHIRE14.02.2019
A.WILTSHIRE
J.SPARK29.05.2019
PS818524E
96 Main RoadBallarat VIC 3350ph: 03 5327 2000www.beveridgewilliams.com.auP0 ISSUED FOR APPROVAL 21.06.2019 AW JZ
P1 AMENDMENTS AS PER COUNCILS COMMENTS 08.08.2019 AW JSP2 AMENDMENTS AS PER COUNCILS COMMENTS 13.08.2019 AW JSP3 AMENDMENTS AS PER COUNCILS COMMENTS 29.08.2019 AW JSA CONSTRUCTION ISSUE 17.09.2019 AW JS
B CONSTRUCTION ISSUE 04.10.2019 AW JSC BATTERS REMOVED FROM FROM LOTS 401-404 & 429-425 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS
06 13
REFER TO AS3798 WHERE FILL IS REQUIREDUNDER PAVEMENT AND FOOTPATHS WHERECONSTRUCTED ABOVE NATURAL SURFACE.ALL FILL WILL REQUIRE COMPACTION TESTINGTO THE SATISFACTION OF THE CITY OFGREATER BENDIGO.
CH 222.32
2.5% 3.8% 3.3% 2.5%
-10.3
5418
8.20
188.1
99
-8.50
018
8.16
187.9
67-8
.450
188.1
618
7.967
-6.95
018
8.13
187.9
30
-4.05
018
8.08
187.8
20-3
.750
188.0
718
7.735
-3.45
018
8.07
187.7
75
0.000
188.0
118
7.890
3.450
187.9
618
7.775
3.750
187.9
518
7.735
4.050
187.9
518
7.820
6.950
187.9
118
7.907
8.450
187.8
818
7.944
8.500
187.8
818
7.944
9.060
187.8
718
7.874
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.187.00
CH 238.32
2.5% 3.8% 3.3% 2.5% 1 in 8
-10.3
9818
8.67
188.6
70
-8.50
018
8.63
188.4
33-8
.450
188.6
318
8.433
-6.95
018
8.60
188.3
95
-4.05
018
8.55
188.2
85-3
.750
188.5
418
8.200
-3.45
018
8.54
188.2
40
0.000
188.4
718
8.355
3.450
188.4
118
8.240
3.750
188.4
018
8.200
4.050
188.4
018
8.285
6.950
188.3
518
8.372
8.450
188.3
218
8.410
8.500
188.3
218
8.410
9.313
188.3
118
8.308
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.187.50
CH 240.65
2.5% 3.8% 3.3% 2.5% 1 in 8
-10.3
4118
8.73
188.7
31
-8.50
018
8.70
188.5
00-8
.450
188.6
918
8.500
-6.95
018
8.67
188.4
63
-4.05
018
8.61
188.3
53-3
.750
188.6
018
8.268
-3.45
018
8.60
188.3
08
0.000
188.5
318
8.423
3.450
188.4
718
8.308
3.750
188.4
718
8.268
4.050
188.4
618
8.353
6.950
188.4
118
8.440
8.450
188.3
818
8.477
8.500
188.3
818
8.477
9.374
188.3
718
8.368
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.187.50
CH 252.32
2.5% 3.8% 3.0% 2.5% 1 in 8
-10.2
2218
9.05
189.0
55
-8.50
018
9.02
188.8
40-8
.450
189.0
218
8.840
-6.95
018
8.98
188.8
02
-4.05
018
8.92
188.6
92-3
.750
188.9
118
8.607
-3.45
018
8.91
188.6
47
0.000
188.8
418
8.762
3.450
188.7
818
8.647
3.750
188.7
718
8.607
4.050
188.7
718
8.692
6.950
188.7
018
8.779
8.450
188.6
618
8.817
8.500
188.6
518
8.817
10.15
718
8.61
188.6
09
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.188.00
CH 260.65
2.5% 3.8% 3.3% 3.0% 2.5% 1 in 8
-10.3
8318
9.31
189.3
07
-8.50
018
9.27
189.0
72-8
.450
189.2
618
9.072
-6.95
018
9.23
189.0
34
-4.05
018
9.16
188.9
24-3
.750
189.1
618
8.839
-3.45
018
9.15
188.8
79
0.000
189.0
718
8.994
3.450
188.9
918
8.879
3.750
188.9
818
8.839
4.050
188.9
718
8.924
6.950
188.8
918
9.011
8.450
188.8
518
9.049
8.500
188.8
518
9.049
10.58
618
8.79
188.7
88
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.188.00
CH 272.32
2.5% 3.8% 3.3% 3.0% 2.5% 1 in 8
-10.2
5818
9.59
189.5
95
-8.50
018
9.56
189.3
75-8
.450
189.5
618
9.375
-6.95
018
9.53
189.3
38
-4.05
018
9.47
189.2
28-3
.750
189.4
718
9.143
-3.45
018
9.46
189.1
83
0.000
189.4
018
9.298
3.450
189.3
218
9.183
3.750
189.3
118
9.143
4.050
189.3
118
9.228
6.950
189.2
218
9.315
8.450
189.1
818
9.352
8.500
189.1
818
9.352
10.29
318
9.13
189.1
28
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.188.50
CH 282.65
3.8% 3.3% 3.0% 2.5% 1 in 8
-10.0
9118
9.82
189.8
21
-8.50
018
9.79
189.6
23-8
.450
189.7
918
9.623
-6.95
018
9.77
189.5
85
-4.05
018
9.72
189.4
75-3
.750
189.7
218
9.390
-3.45
018
9.71
189.4
30
0.000
189.6
618
9.545
3.450
189.5
818
9.430
3.750
189.5
718
9.390
4.050
189.5
618
9.475
6.950
189.4
718
9.562
8.450
189.4
318
9.600
8.500
189.4
318
9.600
10.32
018
9.37
189.3
72
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.188.50
CH 290.32
3.8% 3.0% 2.5% 1 in 8
-9.96
718
9.98
189.9
77
-8.50
018
9.95
189.7
93-8
.450
189.9
418
9.793
-6.95
018
9.91
189.7
56
-4.05
018
9.87
189.6
46-3
.750
189.8
618
9.561
-3.45
018
9.86
189.6
01
0.000
189.8
018
9.716
3.450
189.7
018
9.601
3.750
189.6
918
9.561
4.050
189.6
818
9.646
6.950
189.6
018
9.733
8.450
189.5
518
9.770
8.500
189.5
518
9.770
10.75
318
9.49
189.4
89
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.188.50
CH 304.65
2.5% 3.8% 3.3% 3.0% 2.5%1 in 8
-10.4
9919
0.33
190.3
32
-8.50
019
0.28
190.0
82-8
.450
190.2
819
0.082
-6.95
019
0.24
190.0
45
-4.05
019
0.14
189.9
35-3
.750
190.1
318
9.850
-3.45
019
0.12
189.8
90
0.000
190.0
219
0.005
3.450
189.9
118
9.890
3.750
189.9
018
9.850
4.050
189.8
918
9.935
6.950
189.8
019
0.022
8.450
189.7
619
0.059
8.500
189.7
619
0.059
11.64
518
9.67
189.6
66
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.189.00
CH 308.32
2.5% 3.8% 3.3% 3.0% 2.5%1 in 8
-10.7
4919
0.43
190.4
31
-8.50
019
0.36
190.1
50-8
.450
190.3
519
0.150
-6.95
019
0.30
190.1
13
-4.05
019
0.20
190.0
03-3
.750
190.1
918
9.918
-3.45
019
0.18
189.9
58
0.000
190.0
819
0.073
3.450
189.9
718
9.958
3.750
189.9
618
9.918
4.050
189.9
519
0.003
6.950
189.8
619
0.090
8.450
189.8
219
0.127
8.500
189.8
119
0.127
11.83
618
9.71
189.7
10
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.189.00
1 in 83.3%
3.3%3.3%1 in 8
1 in 83.0%
1 in 8
1 in 83.0%
1 in 83.3%
1 in 8 2.5% 3.3%
1 in 8 2.5% 3.3%3.3%
1 in 83.3%
1 in 83.3%
3.3%
3.3% 3.0%
3.3%
1:100 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 1086421
LEGENDEXISTING SURFACE
DESIGN SURFACE
Beveridge Williamsdevelopment & environment consultants
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-200-RXS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
1702011 E2 202 D
VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO CROSS SECTIONSASPRING DRIVESHEET (3 OF 4)
A.WILTSHIRE14.02.2019
A.WILTSHIRE
J.SPARK29.05.2019
PS818524E
96 Main RoadBallarat VIC 3350ph: 03 5327 2000www.beveridgewilliams.com.auP0 ISSUED FOR APPROVAL 21.06.2019 AW JS
P1 AMENDMENTS AS PER COUNCILS COMMENTS 08.08.2019 AW JSP2 AMENDMENTS AS PER COUNCILS COMMENTS 13.08.2019 AW JSP3 AMENDMENTS AS PER COUNCILS COMMENTS 29.08.2019 AW JSA CONSTRUCTION ISSUE 17.09.2019 AW JS
B CONSTRUCTION ISSUE 04.10.2019 AW JSC BATTERS REMOVED FROM FROM LOTS 401-404 & 429-425 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS
07 13
REFER TO AS3798 WHERE FILL IS REQUIREDUNDER PAVEMENT AND FOOTPATHS WHERECONSTRUCTED ABOVE NATURAL SURFACE.ALL FILL WILL REQUIRE COMPACTION TESTINGTO THE SATISFACTION OF THE CITY OFGREATER BENDIGO.
CH 324.65
2.5% 3.8% 3.3% 3.3% 3.0% 2.5%1 in 8
-10.4
1619
0.68
190.6
81
-8.50
019
0.62
190.4
42-8
.450
190.6
219
0.442
-6.95
019
0.57
190.4
04
-4.05
019
0.48
190.2
94-3
.750
190.4
719
0.209
-3.45
019
0.46
190.2
49
0.000
190.3
419
0.364
3.450
190.2
219
0.249
3.750
190.2
119
0.209
4.050
190.2
019
0.294
6.950
190.1
019
0.381
8.450
190.0
519
0.419
8.500
190.0
519
0.419
12.51
218
9.92
189.9
17
OFFSETS
EXISTING SURFACE
DESIGN SURFACE
DATUM R.L.189.00
1 in 8
1:100 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 1086421
LEGENDEXISTING SURFACE
DESIGN SURFACE
Beveridge Williamsdevelopment & environment consultants
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-200-RXS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
1702011 E2 202 D
VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO CROSS SECTIONSASPRING DRIVESHEET (4 OF 4)
A.WILTSHIRE14.02.2019
A.WILTSHIRE
J.SPARK29.05.2019
PS818524E
96 Main RoadBallarat VIC 3350ph: 03 5327 2000www.beveridgewilliams.com.auP0 ISSUED FOR APPROVAL 21.06.2019 AW JS
P1 AMENDMENTS AS PER COUNCILS COMMENTS 08.08.2019 AW JSP2 AMENDMENTS AS PER COUNCILS COMMENTS 13.08.2019 AW JSP3 AMENDMENTS AS PER COUNCILS COMMENTS 29.08.2019 AW JSA CONSTRUCTION ISSUE 17.09.2019 AW JS
B CONSTRUCTION ISSUE 04.10.2019 AW JSC BATTERS REMOVED FROM FROM LOTS 401-404 & 429-425 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS
08 13
REFER TO AS3798 WHERE FILL IS REQUIREDUNDER PAVEMENT AND FOOTPATHS WHERECONSTRUCTED ABOVE NATURAL SURFACE.ALL FILL WILL REQUIRE COMPACTION TESTINGTO THE SATISFACTION OF THE CITY OFGREATER BENDIGO.
ASPIRINGDRIVE
EXISTINGDRAINAGE
EX.GSEPEX.SEP EX.GJP EX.GJPEX.SEP EX.GP
PIPE CHAINAGE
EXISTING SURFACE
FINISHED SURFACE
INVERT LEVEL
H.G.L
DEPTH TO INVERT
PIPE GRADE
PIPE SIZE (mm)
DESIGN FLOW (m3/s)CAPACITY (m3/s)AT GRADE VELOCITY (m/s)
(Reach Length)
DATUM
EX.GP EX.GP EX.GP EX.SEP EX.DSEP
178.0
900Ø
1 in 100
1.2841.8112.85
(21.687)
184.6
2918
4.583
0.000
182.4
5818
2.458
2.125
2.125
183.0
18
1
900Ø
1 in 171
0.7101.3842.18
(51.341)
184.5
3818
4.618
21.68
718
2.675
182.7
501.9
431.8
6818
3.575
183.6
92
2
900Ø
1 in 200
0.7081.2812.01
(14.600)
184.3
8818
4.779
73.02
818
3.050
183.0
701.7
291.7
0918
3.950
183.9
67
3
900Ø
1 in 207
0.6751.2581.98
(37.121)
184.8
5418
4.854
87.62
818
3.143
183.1
631.7
241.7
0418
4.043
184.1
75
4
675Ø
1 in 93.5
0.4210.8702.43
(3.049)
184.9
9118
4.991
124.7
4918
3.342
183.3
851.6
281.5
8518
4.242
184.2
55
5
450Ø
1 in 152
0.4270.2311.45
(54.841)
185.0
1918
5.019
127.7
9818
3.417
184.4
401.6
020.5
7918
4.263
184.4
7018
4.890
6
450Ø
1 in 103
0.3920.2821.77
(41.059)18
5.624
185.6
2418
2.639
184.8
0018
4.850
0.824
0.774
185.5
1418
5.624
7
450Ø
1 in 195
0.3960.2041.28
(39.000)
186.9
9118
6.991
223.6
9818
5.250
185.3
501.7
411.6
4118
6.399
186.9
9818
6.877
8
450Ø
1 in 202
0.4020.2001.26
(64.800)
187.6
1518
7.615
262.6
9818
5.550
185.6
202.0
651.9
9518
7.558
187.6
15
9
375Ø
1 in 101
0.4030.1741.58
(8.100)
187.7
2818
7.728
327.4
9818
5.940
185.9
901.7
881.7
3818
7.728
10
187.7
7718
7.777
335.5
9818
6.070
1.707
187.7
4018
7.777
11
WAT
ER 12
5mm
IL 18
4.111
GAS
50mm
IL 18
4.166
CONTRACTOR TO ADJUST EXISTING PITLEVELS TO NEW DESIGN LEVEL.
1:500 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 50403020105
LEGENDEXISTING SURFACEDESIGN SURFACEDRAINAGE PIPE/PITEXISTING DRAINAGE PIPE/PITHYDRAULIC GRADE LINE
Beveridge Williamsdevelopment & environment consultants
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-400-DLS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
1702011 E2 400 D
VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO DRAINAGE LONGITUDINAL SECTIONSSHEET (1 OF 4)
A.WILTSHIRE14.02.2019
A.WILTSHIRE
J.SPARK29.05.2019
PS1818524E
96 Main RoadBallarat VIC 3350ph: 03 5327 2000www.beveridgewilliams.com.auP0 ISSUED FOR APPROVAL 21.06.2019 AW JS
P1 COMMENTS AS PER COUNCILS COMMENTS 08.08.2019 AW JSP2 AMENDMENTS AS PER COUNCILS COMMENTS 13.08.2019 AW JSP3 AMENDMENTS AS PER COUNCILS COMMENTS 29.08.2019 AW JSA CONSTRUCTION ISSUE 17.09.2019 AW JS
B CONSTRUCTION ISSUE 04.10.2019 AW JSC AS CONSTRUCTED 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS
09 13
CRUSHED ROCK BACKFILL
PIPE CHAINAGE
EXISTING SURFACE
FINISHED SURFACE
INVERT LEVEL
H.G.L
DEPTH TO INVERT
PIPE GRADE
PIPE SIZE (mm)
DESIGN FLOW (m3/s)CAPACITY (m3/s)AT GRADE VELOCITY (m/s)
(Reach Length)
DATUM
EX.DSEP EX.SEP
EXISTINGDRAINAGE
180.0
375Ø
1 in 179
0.4070.1311.19
(57.380)
187.7
7718
7.777
335.5
9818
6.070
186.1
701.7
071.6
0718
7.740
187.7
69
11
188.5
8818
8.588
392.9
7818
6.490
2.098
188.3
2818
8.588
12
180.0
375Ø
1 in 50
0.2430.2482.25
(27.013)
184.9
9118
4.978
0.000
183.3
4218
3.750
1.636
1.228
183.8
2418
3.837
184.0
50
5
375Ø
1 in 50
0.2440.2482.25
(20.000)
185.1
2518
5.176
27.01
318
4.290
184.3
100.8
860.8
6618
4.636
184.6
85
13
375Ø
1 in 49.3
0.2450.2502.26
(21.607)
185.5
0118
5.501
47.01
318
4.710
184.7
300.7
910.7
7118
5.056
185.1
06
14
375Ø
1 in 47.6
0.2080.2542.3
(22.391)
186.1
8418
6.184
68.62
018
5.168
185.1
881.0
160.9
9618
5.515
185.7
45
15
375Ø
1 in 47.8
0.2090.254
2.3
(19.995)18
6.486
186.4
8691
.011
185.6
5818
5.678
0.827
0.807
186.0
6018
6.096
16
375Ø
1 in 48
0.2100.2532.29
(22.010)
187.0
5318
7.053
111.0
0618
6.096
186.1
160.9
560.9
3618
6.426
186.4
63
17
375Ø
1 in 46
0.2110.2592.34
(19.798)
187.7
3618
7.770
133.0
1618
6.575
186.5
951.1
951.1
7518
6.906
186.9
43
18
375Ø
1 in 66.6
0.1830.2151.95
(22.215)
188.1
3818
8.131
152.8
1418
7.026
187.0
461.1
051.0
8518
7.357
187.5
20
19
375Ø
1 in 78.9
0.1840.1971.79
(21.796)
188.3
9218
8.392
175.0
2918
7.380
187.4
001.0
120.9
9218
7.761
187.7
89
20
375Ø
1 in 73.7
0.1850.2041.85
(20.187)
188.6
8518
8.685
196.8
2518
7.676
187.6
961.0
090.9
8918
7.989
188.0
18
21
188.8
6418
8.864
217.0
1218
7.970
187.9
900.8
940.8
7418
8.284
188.3
13
22
GJP GJP GJP GJP GJP GJP GJP GJP GJP GJPEX.GJP
EX.INVERT 183.349 FROMDR.14234R25 - STAGE B1
CLASS 2 RRJ ORSTORMPRO/BLACKMAX
CLASS 2 RRJ ORSTORMPRO/BLACKMAX
CLASS 2 RRJ ORSTORMPRO/BLACKMAX
CLASS 2 RRJ ORSTORMPRO/BLACKMAX
CLASS 2 RRJ ORSTORMPRO/BLACKMAX
CLASS 2 RRJ ORSTORMPRO/BLACKMAX
CLASS 2 RRJOR STORMPRO
CLASS 2 RRJ ORSTORMPRO/BLACKMAX
CLASS 2 RRJ ORSTORMPRO/BLACKMAX
CLASS 2 RRJ ORSTORMPRO/BLACKMAX
1:500 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 50403020105
LEGENDEXISTING SURFACEDESIGN SURFACEDRAINAGE PIPE/PITEXISTING DRAINAGE PIPE/PITHYDRAULIC GRADE LINE
Beveridge Williamsdevelopment & environment consultants
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-400-DLS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
1702011 E2 401 D
VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO DRAINAGE LONGITUDINAL SECTIONSSHEET (2 OF 4)
A.WILTSHIRE14.02.2019
A.WILTSHIRE
J.SPARK29.05.2019
PS818524E
96 Main RoadBallarat VIC 3350ph: 03 5327 2000www.beveridgewilliams.com.auP0 ISSUED FOR APPROVAL 21.06.2019 AW JZ
P1 AMENDMENTS AS PER COUNCILS COMMENTS 08.08.2019 AW JSP2 AMENDMENTS AS PER COUNCILS COMMENTS 13.08.2019 AW JSP3 AMENDMENTS AS PER COUNCILS COMMENTS 29.08.2019 AW JSA CONSTRUCTION ISSUE 17.09.2019 AW JS
B CONSTRUCTION ISSUE 04.10.2019 AW JSC CONSTRUCTION ISSUE 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS
10 13
CRUSHED ROCK BACKFILL
EX.600 STUB GSEP GSEP GSEP GSEP
EX.INVERT OF 600Ø STUB 183.050 FROMDR.14234R25 - STAGE B1 CLASS 2 RRJ CLASS 2 FJ
GJP JP
CRB
CLASS 3 RRJ
180.0
600Ø
1 in 63.2
0.4420.7732.73
(7.768)
184.4
8418
4.770
0.000
183.0
5018
3.050
1.720
1.720
183.3
7525
600Ø
1 in 45.6
0.3910.9093.22
(80.000)
184.5
2818
4.804
7.768
183.1
7318
3.213
1.631
1.591
183.7
7318
3.948
26
600Ø
1 in 35
0.3451.0383.67
(80.000)
186.8
1718
6.557
87.79
018
4.967
185.3
281.5
891.2
2918
5.567
185.5
90
27 28
PIPE CHAINAGE
EXISTING SURFACE
FINISHED SURFACE
INVERT LEVEL
H.G.L
DEPTH TO INVERT
PIPE GRADE
PIPE SIZE (mm)
DESIGN FLOW (m3/s)CAPACITY (m3/s)AT GRADE VELOCITY (m/s)
(Reach Length)
DATUM
600Ø
1 in 43.3
0.1640.934
3.3
(69.620)18
9.109
188.8
7016
7.768
187.6
1418
7.634
1.256
1.236
188.2
1418
8.335
28
375Ø
1 in 68
0.0870.2131.93
(34.484)
190.5
1419
0.514
237.3
8818
9.242
189.4
281.2
721.0
8618
9.842
189.8
47
29
375Ø
1 in 241
0.0880.1131.02
(14.932)
191.5
4519
1.527
271.8
7218
9.935
189.9
551.5
921.5
7219
0.310
190.3
9419
0.376
30
191.2
6619
1.246
286.8
0419
0.017
1.229
190.4
1319
0.499
31
CLASS 2 RRJ CLASS 2 RRJ CLASS 2 RRJ
3m 375Ø STUB AT 1 in 300
1:500 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 50403020105Beveridge Williamsdevelopment & environment consultants
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-400-DLS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
P3 E2 402 D
VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO DRAINAGE LONGITUDINAL SECTIONSSHEET (3 OF 4)
A.WILTSHIRE14.02.2019
A.WILTSHIRE
J.SPARK29.05.2019
PS818524E
96 Main RoadBallarat VIC 3350ph: 03 5327 2000www.beveridgewilliams.com.auP0 ISSUED FOR APPROVAL 21.06.2019 AW JS
P1 AMENDMENTS AS PER COUNCILS COMMENTS 08.08.2019 AW JSP2 AMENDMENTS AS PER COUNCILS COMMENTS 13.08.2019 AW JSP3 AMENDMENTS AS PER COUNCILS COMMENTS 29.08.2019 AW JSA CONSTRUCTION ISSUE 17.09.2019 AW JS
B CONSTRUCTION ISSUE 04.10.2019 AW JSC CONSTRUCTION ISSUE 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS
11 13
LEGENDEXISTING SURFACEDESIGN SURFACEDRAINAGE PIPE/PITEXISTING DRAINAGE PIPE/PITHYDRAULIC GRADE LINE
CRUSHED ROCK BACKFILL
EXISTINGDRAINAGE
PIPE CHAINAGE
EXISTING SURFACE
FINISHED SURFACE
INVERT LEVEL
H.G.L
DEPTH TO INVERT
PIPE GRADE
PIPE SIZE (mm)
DESIGN FLOW (m3/s)CAPACITY (m3/s)AT GRADE VELOCITY (m/s)
(Reach Length)
DATUM
GSEP SEP GSEP SEP EX.SEP EX.GP EX.GP EX.GP
CLASS 2 RRJ ORSTORMPRO/BLACKMAX
CLASS 2 RRJ ORSTORMPRO/BLACKMAX
ASPIRINGDRIVE
ASPIRINGDRIVE
CRB
CLASS 3 RRJ
CRB
CLASS 3 RRJ
177.0
450Ø
1 in 40.3
0.6420.4492.83
(30.284)
184.5
3818
4.618
0.000
182.6
7518
3.225
1.943
1.393
183.5
7518
3.730
2
450Ø
1 in 39.9
0.6430.4522.84
(10.052)
185.3
4718
5.318
30.28
418
3.977
183.9
971.3
411.3
2118
5.163
185.3
18
42
450Ø
1 in 40.1
0.6440.4502.83
(9.222)
185.5
6818
5.568
40.33
618
4.249
184.2
691.3
191.2
9918
5.454
185.5
68
43
185.6
9718
5.697
49.55
818
4.499
1.198
185.5
8618
5.697
44
179.0
300Ø
1 in 201
0.0520.0680.96
(8.458)
186.8
1718
6.557
0.000
184.9
6718
5.315
1.589
1.242
185.5
6718
5.591
27
186.6
1318
6.557
8.458
185.3
571.2
0018
5.657
185.8
39
40
181.0
300Ø
1 in 201
0.0980.0680.97
(8.441)
189.1
1418
8.878
0.000
187.6
1418
7.634
1.264
1.244
188.2
1418
8.337
28
188.9
1118
8.876
8.441
187.6
761.2
0018
8.423
188.7
02
41
177.0
225Ø
1 in 299
0.0220.0260.65
(34.740)
184.5
2818
4.804
0.000
183.1
931.6
1118
3.968
26
225Ø
1 in 297
0.0080.0421.06
(15.455)
184.9
5318
5.172
34.74
018
3.309
183.3
291.8
631.8
4318
4.034
184.0
6718
4.063
34
225Ø
1 in 299
0.0080.0260.65
(20.005)
184.4
5918
4.831
50.19
418
3.381
183.4
011.4
501.4
3018
4.065
35
225Ø
1 in 298
0.0080.0260.65
(13.993)
184.0
4418
4.402
70.19
918
3.468
183.4
880.9
340.9
1418
4.067
36
225Ø
1 in 287
0.0080.0270.67
(2.008)
183.9
6618
4.095
84.19
218
3.535
183.5
550.5
600.5
4018
4.067
37
184.0
6718
4.067
86.20
018
3.562
0.505
184.0
67
38
ELEC
TRIC
ITY
125m
m IL
184.1
58TE
LSTR
A 50
mm IL
184.1
58
PIPE CHAINAGE
EXISTING SURFACE
FINISHED SURFACE
INVERT LEVEL
H.G.L
DEPTH TO INVERT
PIPE GRADE
PIPE SIZE (mm)
DESIGN FLOW (m3/s)CAPACITY (m3/s)AT GRADE VELOCITY (m/s)
(Reach Length)
DATUM
CLASS 2 RRJ ORSTORMPRO/BLACKMAX
CLASS 2 RRJOR
STORMPRO/BLACKMAX
CLASS 2 RRJ ORSTORMPRO/BLACKMAX
GJP GJP GJP GJP GJPGSEP
183.1
731.6
3118
3.773
183.0
300Ø
1 in 100
0.0070.0971.37
(8.063)
190.5
1419
0.514
0.000
189.2
4218
9.264
1.272
1.250
189.8
4218
9.628
29
190.2
4519
0.520
8.063
189.3
451.1
7518
9.628
42
SEP GSEP
ASPIRING DRIVE
REV D
CRB
CLASS 3 RRJ
1:500 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 50403020105Beveridge Williamsdevelopment & environment consultants
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-400-DLS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
1702011 E2 403 D
VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO DRAINAGE LONGITUDINAL SECTIONSSHEET (4 OF 4)
A.WILTSHIRE14.02.2019
A.WILTSHIRE
J.SPARK29.05.2019
PS818524E
96 Main RoadBallarat VIC 3350ph: 03 5327 2000www.beveridgewilliams.com.auP0 ISSUED FOR APPROVAL 21.06.2019 AW JS
P1 AMENDMENTS AS PER COUNCILS COMMENTS 08.08.2019 AW JSP2 AMENDMENTS AS PER COUNCILS COMMENTS 13.08.2019 AW JSP3 AMENDMENTS AS PER COUNCILS COMMENTS 29.08.2019 AW JSA CONSTRUCTION ISSUE 17.09.2019 AW JS
B CONSTRUCTION ISSUE 04.10.2019 AW JSC CONSTRUCTION ISSUE 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS
12 13
LEGENDEXISTING SURFACEDESIGN SURFACEDRAINAGE PIPE/PITEXISTING DRAINAGE PIPE/PITHYDRAULIC GRADE LINE
CRUSHED ROCK BACKFILL
PIT SCHEDULE
NOTES1. SETOUT LEVEL TO PIT COVER LEVEL2. COVER LEVELS ARE APPROX ONLY AND SHOULD BE CONSTRUCTED TO SUIT FINISHED SURFACE3. PITS IN NON TRAFFICABLE AREAS TO HAVE FIBREGLASS LIDS AND SURROUNDS AS PER THE IDM STANDARD DRAWING
PIT SCHEDULEPIT
NUMBERTYPE INTERNAL INLET OUTLET F.S.L. DEPTH
(m)REMARKS
WIDTH(mm)
LENGTH (mm) DIAMETER(mm)
INV. RL.(m)
DIAMETER(mm)
INV. RL.(m)
EX.1 EX. SIDE ENTRY PIT 1500 900 900 182.458 184.583 2.125 EXISTING IDM STD DRG - SD420EX.2 EX. SIDE ENTRY PIT 1500 900 900 182.750 900 182.675 184.618 1.943 EXISTING IDM STD DRG - SD420
450 183.225EX.3 EX. SIDE ENTRY PIT 1500 1200 900 183.070 900 183.050 184.779 1.729 EXISTING IDM STD DRG - SD480 with FIBREGLASS LIDEX.4 EX.GRATED JUNCTION PIT 1200 1200 900 183.163 900 183.143 184.867 1.724 EXISTING IDM STD DRG - SD480 with FIBREGLASS LIDEX.5 EX.GRATED JUNCTION PIT 900 1200 675 183.384 900 183.342 184.97 1.628 EXISTING COUNCIL STD DRG -SD28
375 184.096EX.6 EX.GRATED JUNCTION PIT 600 900 450 184.440 675 183.0417 185.019 1.602 EXISTING COUNCIL STD DRG -SD28EX.7 EX.GRATED JUNCTION PIT 600 900 450 184.850 450 184.8 185.624 0.824 EXISTING COUNCIL STD DRG -SD28EX.8 EX.GRATED JUNCTION PIT 600 900 450 185.350 450 184.25 186.991 1.741 EXISTING COUNCIL STD DRG -SD28EX.9 EX.GRATED JUNCTION PIT 600 900 450 185.620 450 185.55 187.615 2.065 EXISTING COUNCIL STD DRG -SD28EX.10 EX.GRATED JUNCTION PIT 600 900 375 185.990 450 185.94 187.728 1.788 EXISTING COUNCIL STD DRG -SD28EX.11 EX.GRATED JUNCTION PIT 600 900 375 186.170 375 186.07 187.777 1.707 EXISTING COUNCIL STD DRG -SD28EX.12 EX.GRATED JUNCTION PIT 600 900 375 186.49 188.588 2.098 EXISTING COUNCIL STD DRG -SD28
13 GRATED JUNCTION PIT 600 600 375 184.31 375 184.29 185.176 0.886 IDM STD DRG -SD425 with GRATED LID
14 GRATED JUNCTION PIT 600 600 375 184.730 375 184.710 185.501 0.791 IDM STD DRG -SD425 with GRATED LID
15 GRATED JUNCTION PIT 600 600 375 185.188 375 185.168 186.184 1.016 IDM STD DRG -SD425 with GRATED LID
16 GRATED JUNCTION PIT 600 600 375 185.678 375 185.658 186.486 0.827 IDM STD DRG -SD425 with GRATED LID
17 GRATED JUNCTION PIT 600 600 375 186.116 375 186.096 187.053 0.956 IDM STD DRG -SD425 with GRATED LID
18 GRATED JUNCTION PIT 600 600 375 186.595 375 186.575 187.770 1.195 IDM STD DRG -SD425 with GRATED LID
19 GRATED JUNCTION PIT 600 600 375 187.046 375 187.026 188.131 1.105 IDM STD DRG -SD425 with GRATED LID
20 GRATED JUNCTION PIT 600 600 375 187.400 375 187.380 188.392 1.012 IDM STD DRG -SD425 with GRATED LID
21 GRATED JUNCTION PIT 600 600 375 187.696 375 187.676 188.685 1.009 IDM STD DRG -SD425 with GRATED LID
22 GRATED JUNCTION PIT 600 600 375 187.990 375 187.970 188.864 0.894 IDM STD DRG -SD425 with GRATED LID
EX.25 EX.600 STUB 600 183.050
26 SIDE ENTRY PIT 900 900 600 183.213 600 183.173 184.804 1.631 EXISTING IDM STD DRG - SD480 with FIBREGLASS LID
225 183.19327 SIDE ENTRY PIT 600 900 600 185.328 600 185.967 186.557 1.582 EXISTING IDM STD DRG - SD480 with FIBREGLASS LID
300 185.31528 SIDE ENTRY PIT 600 900 600 187.634 600 187.614 188.878 1.256 EXISTING IDM STD DRG - SD480 with FIBREGLASS LID
300 187.63429 SIDE ENTRY PIT 600 900 375 189.428 600 189.242 190.514 1.272 EXISTING IDM STD DRG - SD480 with FIBREGLASS LID
375 189.262300 189.264
30 GRATED JUNCTION PIT 600 900 375 189.955 375 189.935 191.527 1.592 IDM STD DRG -SD426 with GRATED LID31 JUNCTION PIT 600 900 375 190.037 375 190.017 191.246 1.229 IDM STD DRG -SD425
34 GRATED JUNCTION PIT 600 900 225 183.329 225 189.309 185.172 1.863 IDM STD DRG -SD426 with GRATED LID
35 GRATED JUNCTION PIT 600 900 225 183.401 225 183.468 184.831 1.450 IDM STD DRG -SD426 with GRATED LID
36 GRATED JUNCTION PIT 600 600 225 183.488 225 183.468 184.402 0.934 IDM STD DRG -SD425 with GRATED LID
37 GRATED JUNCTION PIT 450 450 225 183.555 225 183.562 184.095 0.560 IDM STD DRG -SD425 with GRATED LID
38 GRATED JUNCTION PIT 450 450 225 184.140 184.067 0.505 IDM STD DRG -SD425 with GRATED LID
40 SIDE ENTRY PIT 600 900 300 185.357 186.557 1.200 REFER IDM STD DRG - SD481
41 SIDE ENTRY PIT 600 900 300 187.676 188.876 1.200 REFER IDM STD DRG - SD481
42 GRATED SIDE ENTRY PIT 600 900 300 189.345 190.520 1.175 REFER IDM STD DRG - SD440
EX.42 EX.GRATED JUNCTION PIT 600 900 450 183.997 450 183.977 185.318 1.341 EXISTING IDM STD DRG - SD420EX.43 EX.GRATED JUNCTION PIT 600 900 450 184.269 450 184.249 185.568 1.319 EXISTING IDM STD DRG - SD420EX.44 EX.GRATED JUNCTION PIT 600 900 450 184.499 185.697 1.198 EXISTING IDM STD DRG - SD420
REV D
REV D
1:500 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 50403020105Beveridge Williamsdevelopment & environment consultants
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-400-DLS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
1702011 E2 404 D
VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO PIT SCHEDULE
A.WILTSHIRE14.02.2019
A.WILTSHIRE
J.SPARK29.05.2019
PS818524E
96 Main RoadBallarat VIC 3350ph: 03 5327 2000www.beveridgewilliams.com.auP0 ISSUED FOR APPROVAL 21.06.2019 AW JZ
P1 AMENDMENTS AS PER COUNCILS COMMENTS 08.08.2019 AW JSP2 AMENDMENTS AS PER COUNCILS COMMENTS 13.08.2019 AW JSP3 AMENDMENTS AS PER COUNCILS COMMENTS 29.08.2019 AW JSA CONSTRUCTION ISSUE 17.09.2019 AW JS
B CONSTRUCTION ISSUE 04.10.2019 AW JSC CONSTRUCTION ISSUE 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS
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